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Transient Analysis of Structural Members by the CSDT Riccati Transfer Matrix Method.

机译：用CsDT Riccati传递矩阵法对结构构件进行瞬态分析。

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A method for direct integration of the dynamic governing partial differential equations of motion for structural members is presented. This technique is called the continuous space discrete time (CSDT) Riccati transfer matrix method. Numerical results for bar and beam example problems indicate that the method is numerically stable and accurate for calculating the dynamic response of linear structural members.

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作者
pilkey, w. d. chu, f. h.;
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年度 1978
页码 1-38
总页数 38
原文格式 PDF
正文语种 eng
中图分类工业技术;
关键词
Structural response; Beams(Structural); Structural members; Dynamic response; Damping; Riccati equation; Partial differential equations; Equations of motion; Transfer functions; Matrices(Mathematics); Discrete distribution; Runge Kutta method; Timoshenko beam;

机译：结构响应;梁（结构）;结构构件;动态响应;阻尼; Riccati方程;偏微分方程;运动方程;传递函数;矩阵（数学）;离散分布; Runge Kutta方法; Timoshenko梁;

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7. Rigorous Theory of Vibration Analysis of Rotating Blade Based on Transfer Matrix Method. 2nd Report. Blade Model and Transfer Matrix. [O] . Masahide Yoshikawa, Akio Hizume, Toshifumi Katsuma 1995

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8. The Riccati Transfer Matrix Method. [R] . horner, garnett c. pilkey,walter d. 1975

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Transient Analysis of Structural Members by the CSDT Riccati Transfer Matrix Method.

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